HomeMy WebLinkAbout025548 - Construction-Related - Contract - Chickasaw Paving, Inc.�
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CITY SECRETARY - �
CONTRACT NO. ����� 1'Has �;
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S PEC I FI CAT ION YTQACDOR�5 BOIVDING C0.
�D ClfY ;�GCRtURY
CliY h4A►M�GER'S 03 F�CF
CONTRACT DOCUMENTS �.'�I;��ER1NG blV.
1�,`�1- Fll� r��Y
FOR
CONCRE TE RE S TORAT I ON ( 9 9— 7) �- �- ----
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930532100
E�s�'�'�
KENNETH Lv BARR
MAYOR
BOB TERRELL
CITY MANAGER
HUGO A. MALP,NGA, P.E., DIRECTOR
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
A. DOUGLAS RADF.MAKFR� P.E., DIRECTOR
DEPARTMENT OF ENGINEERING
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PREPAREL) BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ENGINEERING COORDINATION _�..
EXHIBIT "A"
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City of Fort Worth, Texas
Mayor an� �ouncil �ommunication .
DATE REFERENCE NUMBER LOG NAME ' PAGE
11/16i99 **C-17754 ' 20CHICK ' 1_ of 2
SUBJECT AWARD OF CONTRACT O CHICKASAW PAVING, INC. FOR CONCRETE
RESTORATION 99-7 AT VARIOUS LOCATIONS �
� RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with
� Chickasaw Paving, Inc. for Concrete Restoration 99-7 in an amount not to exceed $750,000 and for
120 working days.
� DISCUSSION:
In the 1998-99 Contract Major Maintenance Program, various types of street maintenance techniques
�are grouped into specific contract' packages. Concrete Restor�tion 99-7 provides for removing and
replacing failed panels and restoring the base in concrete streets in various locations City-wide.
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In the 1998-99 Street Maintenance Budget, $750,000 was set aside for concre#e restoration.
Chickasaw Paving, Inc. submitted the low bid in the amount of $531,000 for quantities included in the
bid proposal. This contract package, Concrete Restoration 99-7, establishes unit prices for concrete
pavement repair at various locations. The bid documents stafed: Total quantities given in the bid
proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and
awa�rding the contract. A contract in the amount of $750,000 s�iall be awarded with final payment
based on actual measured quantities and the unit price bid inW�this proposal. Staff has developed a
multi-year concrete restoration program and since bids came ir� at a lower than anticipated unit cost,
staff will include additional streets designated for future years' programs to the contract, thereby utilizing
the budgeted amount of funds.
This project is located in all Council Districts.
This project was adver�ised for bid September 2 and 9, 1999. The following bids were received
September 30, 1999. '
BIDDERS
ChickasaVv Pavin4, Inc.
Westhill Construction, Inc.
Intrepid Contractors, Inc.
Alshall Construction Company
Sutton & Associates, Inc.
J. L. Bertram Construction & Engineering, Inc.
Ed A. Wilson, Inc.
Pavecon, Inc.
M. A. Vinson Construction Company, Inc.
AMOUNT
$531.000
$612,080
$632,171
$665,930
$736,555
$744,320
$756,150
$776,500
$869,670
The low bidder, Chickasaw Paving, Inc., is in compliance with the .City's M/WBE Ordinance by
� committing to 15% M/WBE participation. The City's goal on this project is 13%. �
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I DATE
11/16/99
aSUBJECT
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City of Fort Worth, Texas
Ma or and �ouncil �ommunicatron
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REFERENCE NUMBER LOG NAME PAGE
. **C-17754 2oCHiCK I 2 of 2
AWARD OF CONTRACT O CHICKASAW PAVING, INC. FOR CONCRETE
RESTORATION 99-7 AT VARIOUS LOCATIONS
� FISCAL INFORMATION/.CERTIFICATION:
�The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Contract Street Maintenance Fund.
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Submitted for City Manager's
� Office by:
Mike Groomer
� Originating Department Head:
Hugo Malanga
aAdditional Information Contact:
Hugo Malanga
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FUND I ACCOUNT I CENTER I AMOUNT I
(to)
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6140 I
7801 � (from)
� GS93 541200 02093053�120 $750,000.00 '
7801 I
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CITY SECRETARY
APPROVED 11/16/99
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CITY OF FORT WORTH
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ADDENDUM No.l
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
CONCRETE RESTORATION (99-7)
AT VARIOUS LOCATIONS '
PROJECT NO. GS93-020930532100
The contract and documents for the subj ect proj ect are hereby revised or amended as the
following:
The primary purpose of this addendum is to add the intersection of May Street at Cantey Street,
Mapsco 775, (full length of the intersect�on to prevent water from ponding). This location will
be rated second on the priority list. I .
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RECEIP KNOWLEDG : I George A. Behmanesh, P.E.
., Assistant Dire tor, T/PW
By: � I .. p�6/p,�,
� By.
aji��ares, P.E.
IInfrastructure Engineer
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SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
CONCRETE RESTORATION (99-7)
AT VARIOUS LOCATIONS
IN THE CITY OF FORT WORTH, TEXAS
PROJECT NO. GS93-020930532100
1999
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� i A. DOUGLAS RADEMAKER, P.E.
j DIRECTOR, DEPARTMENT OF ENGINEERING
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a i GEORGE A. EHMANESH, P.E.
; ASSISTANT DIRECTOR
� TRANSPORTATION AND PU L WORKS DEPARTMENT
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Q� CAPITAL PROJECT NGINNER WATE DEPARTMENT
Ci'�6edL
� ,�E TERNUS, P.E.
ASSISTANT DIRECTOR
� TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
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TABLE OF CONTENTS
Notice to Bidders
Special Instructions to Bidders
Prevailing Wage Rates
Proposal
Vendor Compliance
Disadvantaged Business Enterprise
Special Provisions
Contractor Compliance with Worker's Compensation Law
Certificate of Insurance
Performance Bond
Payment Bond
Contrac�
Street Locations
Project Designation Sign
Details
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� NOTICE TO BIDDERS
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Sealed proposals for the following project:
CONCRETE RESTORATION(99-7}
AT VARIOUS LOCATIONS
Project No. GS93-020930532100
Addressed to Mr. Bob Terrell, City Manger of the City of Fort
Worth, Texas will be received at The Purchasing Office until 1:30
P.M., September 30, 1999 and then publicly opened and read aloud
at 2:00 P.M. Plans, Specifications and Contract Documents for
this project may be obtained.at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton Street,
Fort Worth, Texas. �
A pre-bid conference will be held at 9:00 A.M., September 14,1999
in the Transportation and Publ�c Works Conference Room 270, 2nd
floor, Municipal Building.
One set of documents will be provided to prospective bidders for
a deposit of twenty dollars ($20.00): such deposit will be
refunded if the document is returned in good condition within 10
days after bids are opened. Additional sets may be purchased on
a non-refundable basis for twenty dollars ($20.00) per set.
For additional information contact Mr. Najib N. Fares at ,(817)
871-7802.
Bob Terrell Hugo Malanga, Director
City Manger Transportation and Public Works
PUBLICATION : By : o� �// �
September 2, 1999 �Ia ib N. Fares, P.E.,
September 9, 1999 Street and Storm Drainage, TPW
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SPECIAL
INSTRUCTION TO BIDDE�S
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1. BID SECURITY: Cashier's check or an acceptable bidder's �;ond payable to the City of FoR Worth,
in an amount of not less than five (5%) per cent of the total of`t�he bid submitted must accompany the
bid, and is subject to %rfeit in the event the successful bidder �ails to execute the contract documents
within ten (10) days after the contract has been awarded. r: .
To be an acceptable surety on the bond, (1) the name of the sujrety shall be included on the current
'�� U.S. Treasury, or (2) the surety must have capital and surplus qual to ten times the limit of the bond.
The surety must be licensed to do business in the state of Tex�. The amount of the bond shall not
exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus.
2. PAYMENT BOND AND PERFORMANCE BOND:, Th� ��ccessful bidder entering into a contract
for the work will be required to give the City surety in a sum �qual to the amount of the contract
awarded. In this connection, the successful bidder shall be re�uired to furnish a performance bond as
well as payment bond, both in a sum equal to the amount of t'e contract awarded. The form of the
bond shall be as herein provided and the surety shall be acce��able to the City. All bonds furnished
hereunder shall rneet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as
amended. �.
In order for a surety to be acceptable to the City, (1) the na of the surety shall be included on the
current U.S. Treasury List of Acceptable Sureties (Circular�0), or (2) the surety must have capital
and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in
the State of Texas. The amount of the bond shall not excee�he amount shown on the Treasury list or
one-tenth (1/10) of the total capital and surplus. If reinsuran e is required, the company writing the
reinsurance must be authorized, accredited or trusteed to do �usiness in Texas.
No sureties will be accepted by the City which are at the tirr�P� in default or delinquent on any bonds or
which are interested in any litigation against the City. Shoul�i any surety on the contract be determined
unsatisfactory at any tiine by the City, notice will be given to the contractor to that effect and the
contractor shall immediately provide a new surety satisfacto�y to the City.
If the contract amount is in excess of $25,000 a Payment Bo d shall be executed, in the amount of the
contract, solely for the protection of all claimants supplying��abor and materials in the prosecution of
the work.
If the contract amount is in excess of $100,000, a Performa%ce Bond shall be executed, in the amount
of the contract conditioned on the faithful perforn�ance of t e work in accordance with the plans,
specifications, and contract documents. Said bond shall sou ly be for the protection of the City of fort
Worth.
LIOUIDATED DAMAGES:, The Contractor's attention iS�called to Part 1, Item 8, paragraph 8.6, of
the "General Provisions" of the Standard Specifications fo�Construction of the City of Fort Worth,
Texas, concerning liquidated damages for late completion �I f projects.
AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City
reserves the right to adopt the most advantageous construciion thereof to the City or to reject the
proposal. "' '
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5. EMPLOYMENT: All bidders will be required to complyl�with City Ordinance No. 7278 as amend�d
by City Ordinance No. 7400 (Fort Worth City Code Sectio�n 13-A-21 through 13-a-29) prohibiting
disciimination in employment pcactices. ;;
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�VAGE RATES: All bidders will be required to comply with �rov,ision 5159a of "Vernons Annotated
Civil Statutes" of the State of Texas with respect to the payme$t of prevailing wage rates as established
by the City of Fort Worth, Texas and set forth in Contract Doc�'�ments for this project.
FINANCIAL STATEMENT: A current certified financial st"tement may be required by the
Department of Engineering if required for use by the CITY O FORT WORTH in determining the
successful bidder. This statement, if required, is to be prepare by an independent Public Accountant
holding a valid permit issued by an appropriate State Licensi�� Agency.
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INSURANCE: Within ten (10) days of receipt of notice of a� ard of contract, the Contractor must
provide, along with executed contract documents and approp ate bonds, proof of insurance for
Worker's Compensation and Comprehensive General Liabili ,(Bodily Injury-�250,000 each person,
$500,000 each occurrence; Property Damage -$300,000 eac occurrence). The City reserves the right
to request any other insurance coverages as may be required „y each individual project.
� NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas R' vised Civil Statutes, the City of Fort
Worth will not award this contract to a non resident bidder unles he nonresident's bid is lower than the
lowest bid submitted by a responsible Texas resident bidder by t same amount that a Texas resident
bidder would be required to underbid a nonresident bidder to obt in a comparable contract in the state in
which the nonresident's principal place of business is located. ,�, -
"Nonresident bidder" means a bidder whose principal place of business is not in this
state, but excludes a contractor whose ulti�ate parent company, or majority owner
has its principal place of business in this's;�te.
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"Texas resident bidder" means a bidder �v ose principal place of business is in this
state, and includes a contractor whose ulti�ate parent company or majority owner
has its principal place of business in this state.
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This provision does not apply if this contract involves federal funds.
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The appropriate blanks of the Proposal must be filled out by all '�on resident bidders in order for its bid to
meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that
bidder. "
10. MINORITY AIYD WOMEIv BUSINESS ENTERPRIS�S: In accord with City of Fort Worth
Ordinance No. 11923, as amended by Ordinance 13471, th� City of Fort Worth has goals for the
participation of minority business enterprises and women � siness enterprises in City contracts. A
copy of the Ordinance can be obtained from the office of t e City Secretary. In addition, the bidder
shall submit the MBE/WBE UTILIZATION FORM, PRI1�E CONTRACTOR WAIVER FORM
and/or the GOOD FAITH EFFORT FORM ("Documen��ation") as appropriate. The Documentation
must be received no later than 5:00 p.m., five (5) City busi�►ess days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee of the managing department to whom
delivery was made. Such receipt shall be evidence that th� Documentation was received by the City.
Failure to comply shall render the bid non-responsive. a;�
Upon request, Contractor agrees to provide to owner co�
actual work performed by Minority Business Enterprise
Contractor further agrees to permit an audit and/or exan
possession that will substantiate the actual work perforn
misrepresentation of facts (other than a negligent misre�
by the Contractor will be grounds for termination of the
appropriate federal, state or local laws or ordinances rel�
misrepresentation (other than a negligent misrepresental
ete and accurate information regarding
BE) on the contract and payment therefore.
tion of any books, records or files in its �
by an MBE and/or WBE. The
�ntation) and/or the commission of fraud
itract and/or initiation action under
g to false statement; further, any such
) and/or commission of fraud will result in
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Qthe Contractor being determined to be irresponsible and barredr�'rom participation in City work for a
period of time of not less than three (3) years.
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a. Deiinitions: -
D Certain of coverage ("certificate"). A copy of a certj,�icate of insurance, a certificat�e of
authority to self-insure issued by the commission, o� a coverage agreement (TWCC-81,
TWCC-82, TWCC-83, or TWCC-84), showing statiltory worker's compensation insurance
coverage for the person's or entity's employees pr�,�iding services on a,project, for the
a duration of the project. II
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Duration of the project-includes the time from the �eginning of the work on the project until
D the contractor's/person's work on the project has b�en completed and accepted by the
governmental entity.
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AWARD OF CONTRACT: Contract will be awarded to the 1 west responsive bidder. The City
reserves the right to reject any and/or all bids and waive �ny a�/or all irregularities. No bid may be .
withdrawn until the expiration of forty-nine (49) days from the�'�date the M/WBE UTILIZATION
FORM, PRIME CONTRACTOR WAIVER FORM and/or the��i00D FAITH EFFORT FORM
("Documentation") as appropriate is received by the City. Th award of contract, if made, will be
within forty-nine (49) days after this documentation is receive�, but in no case will the award be made
until the responsibility of the bidder to whom it is proposed toaaward the contract has been verified.
PAYMENT: The Contractor will receive full payment (minu�'S% retain age) from the City for all
work for each pay period. Payment of the remaining amount shall be made with the final payment,
and upon acceptance of the project.
13. ADDENDA: Bidders are responsible for obtaining all adden '° to the contract documents prior to the
� bid receipt time and acknowledging them at the time of bid r��eipt. Information regarding� the status
of addenda may be obtained by contacting the Deparhnent of��ngineering Construction Division at
(817) 871-7910. Bids that so not acknowledge all applicable �'ddenda may be rejected as non-
resvonsive. ��
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t4. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Workers Compensation Insurance Coverage
Persons providing services on the project ("subc
or entities performing all or part of the services t
the project, regardless of whether that person co�
regardless of whether that person has employees
independent contractors, subcontractors, leasing
employees of any such entity, or employees of a
services on the project. "Services" include, with
delivering equipment or materials, or providing
to a project. "Services" does not include activitie
food/beverage vendors, office supply deliveries,
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ractor" in §406.096)-includes all persons
'contractor has undertaken to perform on
icted directly with the contractor and
'his includes, without limitation,
mpanies, motor carriers, owner-operators,
entity which furnishes persons to provide
t limitation, providing, hauling, or
or, transportation, or toner seryices related
inrelated to the project, such as
d delivery of portable toilets.
b. The contractor shall provided coverage, base� on proper reporting of classification codes
and payroll amounts and filing of any covera�e agreements, which meets the statutory
requirements of Texas Labor Code, Section �� 1.011 (44) or all employees of the .
c'ontractor providing services on the project, for the duration of the project.
c. The Contractor must provide a certificate of �overage to the governmental entity prior to
being awarded the contract. n
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d. If the coverage period shown on the contractor's �Furrent certificate of coverage ends
during the duration of the project, the contractor�nust, prior to the end of the coverage
period, file a new certifcate of coverage with th� governmental entity showing that
coverage has been extended.
e. The contractor shall obtain from each person pr6�.�iding services on a project, and provide
to the governmental entity: � q� ,
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(1) a certificate of coverage, prior to that perso beginning work on the project, so the
governmental entity will have on file certif��ates of coverage showing coverage for
all persons providing services on the projec�; and
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•(2) no later than seven days after receipt by th�lcontractor, a new certificate of coverage
showing extension of coverage, if the cover�age period shown on the current
certificate of coverage ends during the dur�,tion�of the project.
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£ The contractor shall retain all required certifica�es of coverage for the duration of the
project and for one year thereafter
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�g. The contractor shall notify the governmental e�itity in writing by certified mail or
personal delivery, within ten (10) days after th contractor knew or should have known,
of any change that materially affects the provi on of coverage of any person providing
services on the project. "
h. The contractor shall post on each project site �otice, in the text, form and manner
prescribed by the Texas Worker's Compensati n Commission, informing all persons
providing services on the project that they are ifequired to be covered, and stating how a
person may verify coverage and report lack of��overage.
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I. The contractor shall contrachzally require eacl�person with whom it contracts to provide
services on a project, to: �!
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(1) provide coverage, based on proper report g on classifcation codes and payroll
amounts and filing of any coverage agre ents, which meets the statutory
requirements of Texas labor Code, Secti 401.011 (44) for all of its employees
providing services on the project, for the I uration of the project;
(2) provide to the contractor, prior to that pe�son beginning work on the project, a
certificate of coverage showing that cov� age is being provided for all employees of
the person providing services on the pro�� ct, for the duration of the project;
(3)
(4)
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provide the contractor, prior to the end o the coverage period, a new certificate of
coverage showing extension of coverag � if the coverage period shown on the
current certificate of coverage ends duri�g the duration of the project;
obtain from each other person with who'��"m it contracts, and provide to the contractor:
(a) a certificate of coverage, prior to�lthe other person beginning work on the
project• and d
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(b) a new certificate of coverage shc�ving extension of coverage, prior to the end
� of the coverage period, if the co erage period shown on the current certificate
of coverage ends during the dur�tion of the project;
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retain all required certificates of cover�'ge on file for the duration of the project and
for one year thereafter. u
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(6) notify the governmental entity in wiring by �ertified mail or personal delivery,
within ten (10) days after the person knew �should have known, of any change� that
materially affects the provision of coverage;, f any person providing services on the
project; and °
(7) contractually require each person with whom it contracts, to perform as required by
paragraphs (1) -(7), with the certificates of�Coverage to be provided to,the person for
whom they are providing services. r�
j. By signing this contract or providing or causin��to be provided a certificate of coverage,
the contractor is representing to the governmen�l entity that all employees of the
contractor who will provide services on the pro ct will be covered by worker's
compensation coverage for the duration of the �roject, that the coverage will be based on
proper reporting of classification codes and pa}�kroll amounts, and that all coverage
agreements will be filed with the appropriate i� urance carrier or, in the case of a self
insured, with the commission's Division of Se1�Insurance Regulation. Providing false or
misleading information may subject the contra�tor to administrative, criminal, civil
penalties or other civil actions.
k. The contractor's failure to comply with any of�hese provisions is a breach of contract by
� the contractor does not remedy the breach within ten days after receipt of notice of
breach from the governmental entity. "
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B. The contractor shall post a notice on each project site inforr�ing all persons providing services on the
project that they are required to be covered, and stating how� a person may verify current coverage and
report failure to provide coverage. This notice does not sat� fy other posting requirements imposed by
the Texas Worker's Compensation Act or other Texas Worl�er's Compensation Commission rules.
This notice must be printed with a title in at least 30 point l�(� ld type and text in at least 19 point normal
type, and shall be in both English and Spanish and any othe�Y language common to the worker
population. The text for the notices shall be the following ��xt, without any additional words or
changes: -
' "REQUIRED WORKER'S COMPENSATION COV�RAGE"
The law requires that each person working on this site or p�ioviding services related to this construction
project must be covered by worker" compensation insurar��Ce. This includes persons providing, hauling
or delivering equipment or materials, or providing labor o� transportation or other service related to the
project, regardless of the identity of their employer or stat�is as an employee".
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Call the Texas Worker's Compensation Commission at 51��-440-3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage,
or to report an employer's failure to provide coverage". ��
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16.
1�10N DISCRIMINATION: The contractor shall not disc��iminate against any person or persons
because of sex, race, religion, color, or national origin an shall comply with the provisions of City
Ordinance 7278, as amended by City Ordinance 7400 (F ' Worth City Code Sections 13A-21 through
13A-29), prohibiting discrimination in employment prac � ces.
AGE DISCRIMINATION: In accordance with the poli �("Policy") of the Executive Branch of the
federal government, contractor covenants that neither it br any of its officers, members, agents, or
employees, will engage inperforming this contract, shall in connection with the employment,
advancement or discharge of employees or in connectio with the terms, conditions or privileges of
their employment, discriminate against person because o� their age except on the basis of a bona fide
occupational qualification, retirement plan or statutory r�,�q�irement.
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� Contractor fiirther covenants that neither it nor its officers, �mbers, agents, or employees, or person
acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this
Contract, a maximum age limit for such employment unless the specified maximum age limit is based
� upon a bona fide occupational qualification, retirement plan �r statutory requirement.
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Contractor warrants it will fully comply with the Policy and vill defend, indemnify and hold City
harnlless against any and all claims or allegations asserted b}�third parties against City arisinJ out of
� Contractor's alleged failure to comply �vith the above refere��ed Policy concerning age discrimination
in the performance of this Contract. �
� 17. DTSCRIMI1vATION DUE TO DISABILITY: In accordan�e with the provisions of the Americans
with Disabilities Act of 1990 ("ADA"), Contractor �vanants �at it will not unlawfully discriminate on
the basis of disability in the provision of services to the gene 1 public, nor in the availabiiity, temis
�y and/or conditions of employment for applicants for employ � nt with, or current employees of
ij Contractor. Contractor warrants it will fully comply with A��'s provisions and any other applicable
federal state and local laws concerning disability and will de �nd indemnify and hold City harmless
again�t any claims or allegations asserted by third parties aga�nst City arising out of Contractor's
� alleged failure to comply with the above-referenced laws co�'ceming disability discrimination in the
performance of this Contract.
� Revised March 15, 1996
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CITY OF FORT WORTH
HIGHWAY CONTRUCTION
PREVAILING WAGE RATE FOR 1999
CLASSIFACTION
AIlZ TOOL OPERATOR
ASPHAI,T RAKER
ASPHALT SHOVELER
BATCHING PLANT WEIGHER
CARPENTER
CONCRETE FINISHER-PAVING
CONCRETE FINISHER-STRUCTURES
CONCRETE RUBBER
ELECTRICIAN �
FLAGGER
FORM BUILDER-STRUCTURES
FORM LINER-PAVING & CURB
FORM SETT'ER-PAVING & CURB
FORM SETTER-STRUCTURES
LABORER-COMMON
LABORER-UTILITY
MECHANIC
OILER
SERVICER �
PAINTER-STRUCTUFtES
PIPE LAYER
BLASTER
ASPHALT DISTRIBUTOR OPER.ATOR .
ASHPALT PAVING MACHINE
BROOM OR SWEEPER OPERATOR
BULLDOZER
CONCRETE CURING MACHINE
CONCRETE FITTISHING MACHINE
CONCRETE PAVING JOIIVT MACHINE
CONCRETE PAVING JOINT SEALER �
CONCRETE PAVING SAW
CONCRETE PAVING SPREADER .
SLIPFORM MACHINE OPERATOR
CR.ANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL
FOUNDATION DRILL OPERATOR CR.AWLER MOUNTED
FOUNDATION DRILL OPER.ATOR TRUCK MOUNTED
FRONG END LOADER �
MILLING MACHINE OPERATOR
MLXER
MOTOR GRADER OPERATOR FINE GRADE
MOTOR GRADE OPERATOR
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HOURLY RATE
$9.00
9.55
8.80
11.51
10.30
10.50
9.83
8.84
15.37
7.55
9.83
9.00
9.24
9.09
7.32
8.94
12.68
10.17
9.41
11.00
8.98
11.50
10.29
10.30
8.72
10.74
9.25
11.13
10.42
9.00
10.39
10.50
9.92
11.04
10.00
11.83
9.96
8.62
10.30
11.97
10.96
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CITY OF FORT WORTH
HIGHWAY CONTRUCTION
PREVAILING WAGE RATE FOR 1999
CLASSIFACTION
PAVEMENT MAiu�Il�IG MACHINE
ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS
ROLLER, STEEL WHEEL OTI�R FLATWHEEL OR TAIviPING
ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER
SCRAPER
TRACTOR-CRAWLER TYPE
TRACTOR-PNEUMATIC�
TRAVELING MIXER
WAGON-DRILL, BORING MACHINE .
REINFORCING STEEL SETTER PAVING ,
REINFORCING STEEL SETTER STRUCTURES
STEEL WORKER-STRUCTURAL
SPREADER BOX OPERATOR �
WORK ZONE BARRICADE
TRUCK DRNER-SINGLE AXLE LIGHT �
TRUCK DRIVER-SINGLE AXLE HEAVY
TRUCK DRIVER-TANDEM �,E SEMI TRAILER
TRUCK DRIVER-LOWBOY/FLOAT
TRUCK DRNER-TRANSIT NIIX
TRUCK DRNER-WINCH
VIBRATOR OPERATOR-HAND TYPE
WELDER
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HOURLY RATE
7.32
9.06
8.59
8.48
9.63
10.58
9.15
8.83
12.00
13.21
13.31
14.80
10.00
7.32
8.965
9.02
, 8.77
10.44
9.47
9.00
7.32
11.57
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MR. BOB TERRELL
City Manager
Fort Worth, Texas
FOR: CONCRETE RESTORATION (99-7)
� AT VARIOUS LOCATIONS
PROJECT NO. G593-020930532100
Fort Worth, Texas
� Pursuant to the foregoing :'Notice to Bidders", the undersigned has thoroughly
examined the plans, specifications and the site, understands the amount of work
to be done, and hereby proposes to do all the .work and furnish all labor,
� equipment, and materials necessary to fully complete all the work as provided
in the plans and specifications, and subject to the inspection and approval of
the Director of the Department of Engineering of the City of Fort Worth.
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Total quantities given in the bid proposal may not reflect actual quantities;
however, they are given for the purpose of bidding on and awarding the
contraGt. A contract in the amount of $750,000.00 shall be awarded with final
payment based on actual measured quantities and the unit price bid in this
proposal.
It is understood and agreed.that the scope of work contemplated in this
contract is that which is designated by the City as the need arises but will in
no case exceed $750,000.00 without a properly executed amendment. It is
further agreed that the terms of this contract is a maximum of one hundred and
twenty (120) working days.
Upon acceptance of this proposal by the City Council, the bidder is bound to
execute a contract and furnish Performance and Payment Bond approved by the
City of Fort Worth for performing and completing the said work within the time
stated and for the following sums, to-wit:
SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
S.P. 1 Lump Sum Utility Adjustment @
One-Thousand Dollars &
No Cents Per L.S. $ 1,000.00 $ 1,000.00
S.P. 2 2 Ea. Project Designation Sign @
Two-Hundred Dollars &
No Cents Per Ea. $ 200.00 $ 400.00
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314 3 10,500 S.Y. 7" einforced Concrete Pavement@
S . P . �0�7}r ' (x' +�r1-p Dollars & � � �
�/2T�/ Cents Per S.Y. $ , ,
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SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT
ITEM ITEM �UANTITY PRICES WRITTEN IN WORDS PRICE
314 4 200 L.F. 7"Integral Concrete Curb(S-S12)@
312 5
S.P.
S.P. 6
450 7
S.P.
TOTAL
AMOUNT BID
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No Cents Per Ea. $ 250.00 $ 750.00
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- �/��B L� Dollars & $�,
NO Cents Per L.F.
10,500 S.Y. 3" HMAC Base @ �
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Cents Per S.Y. $
19, 000 L. F. Silic���Joint SealDol ars &
-7'u� D Cents Per L. F. $%, Oy
3 Ea. Manhole Adjustment @
Two-Hundred Fifty Dollars &
450 8 3 Ea. Water Valve Box Adjustment,@
S.P. Two-Hundred Dollars &
No Cents Per Ea. $ 200.00 $ 600.00
104 9 10 S.Y. Removal and Replacement of 6"
504 Concrete Driveway Approach @
S. P. � ��T y F) U E Dollars &
ND Cents Per S.Y. $ 55��� $�s�i'�
104 10 120 S. Y. R e m o v a l a n d R e p l a c e m e n t o f 4"
504 Concrete Sidewalk @
S • P • �ou�ry OhJ� Dollars &
FlFTa( Cents Per S.Y. $y��s� '$�9�.�
500 11 500 L.Y. 6"PVC Perforated Subdrain and
S.P. Filter Material @
208 12
S.P.
� / K Dollars & �
/Ub Cents Per L.F. $ �,
100 C.Y. Graded Crushed Stone @
�i.�eL�/r� Dollars & �
>t/O Cents Per C. Y. $ �o��
$ ���� cA
$ �o707�i �
TOTAL BID $ � �
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� The Contractor shall start work within 15 calendar days of executing the
contract. Within ten (10) days of receipt of notice of acceptance of this bid,
the undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of this contract. The attached
� deposit check in the sum of
Dollars ($ ) is to become the property of the City of Fort Worth,
Texas, or the attached Bidder's Bond is to be forfeited in the event the
� contract and bond are not executed within the time set forth, as liquidated
damages for delay and additional work caused thereby.
This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
Taxes. All equipment and materials not consumed by or incorporated into the
project construction, are subject to State sales taxes under House Bill 11,
enacted August 15, 1991.
The Contractor shall comply with City Ordinance 7278, as amended by City
Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29),
prohibiting discrimination in, employment practices.
The undersigned agrees to complete all work covered by these contract documents
within One Hundred & Twenty (120) Working Days from and after the date
for commencing work as set forth in the written Work order to be issued by the
Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage
and Utility Construction" as established by the City of Fort Worth, Texas.
� I(we), acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been taken
into consideration in preparation of the foregoing bid:
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Addendum No. 1 (Initials) �
Addendum No. 2 (Initials)
Addendum No. 3.(Initials)
Addendum No. 4 (Initials)
Respectfully submitted,
C� fl � G/C�I S�I cc� �y9 �/in�� 1 ��--_
BY : ` /"u�7�
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Address: f��_ .� 3r�
/d��90/ S P, �,3�. %607�
(Seal)
Date:
Telephone:
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VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of
contracts to non-resident bidders. This law provides that, in order to be awarded a contract as
a low bidder, non-resident bidders (out-of-state contractors whose corporate ofFces or principal
place of business are outside the state of Texas) bid projects for construction, improvements,
supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a non-resident bidder
in order to obtain a comparable contract in the state in which the non-resident's principal place
of business is located. The appropriate blanks in Section A must be filled out by all out-of-state
or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state
or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Non-resident vendors in (give state), our principa! place
of business, are required to be percent�lower than resident
bidders by state law. A copy of the statute is attached.
Non-resident vendors in (give state), our principal
place of business are not required to underbid resident bidders.
Our rinci al lace of business or cor orate offices are in the State of Texas. �
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Bidder:
(',N��r�ps�� �av�w6 .�,��,
Company
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Address
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City/State/Zip
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By (Please P int)
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Signature
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Title (Please Print)
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THtS FORM MUST BE REYURNED WlTH YOUR QUOTATION
Minorit and Women �t of Fort Worth
Y gusiness Enterprise Specifications
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SPECIAL INSTRUCT(ONS FOR BIDDERS
APPLICATION OF POLICY
If the total doilar.value of the contract is �25,000 or more, the M/WBE goal is applicable.
value of the coniract is less. than $25,000, the M/VNBE goal is not appiicable.
If the total dolla��
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by MinorityM/omen Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
MNVBE PROJECT GOALS
The City's MBE/WBE goal on this project is �� % of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the foflowing times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form:
2. Prime Contractor Waiver Form:
3. Good Faith Effort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M1WBE ORDINANCE, WIL� RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS,
Any questions, please contact the M/WBE Office at (817) 871-6104.
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Rev. 6/2/98
ATTACHMENT 1A
Ci�ty of Fort Worth Page 1 of 2
. Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
�' � � � rit/� :-% � �C'�T � C� l � �� �
PRIME COMPANY NAME BID DATE
�' .r�c���,rC��s ro��T'� �.�.� C?q - �� lh s�.� -�� � 9.3o s 3� 10 0
PROJECT NAME PROJECT NUMBER
� CfTI"S �1/1�VQE_ PROJECT COAL: ���qo � � �1/WBE PERCENTACE ACHIEVED: �1� (o �'� �
Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
being considered non-responsive to bid specifications.
+ The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andfor knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
� non-responsive to specifications.
Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount
Address, and Telephone No. Scope of Work (") Supplied(')
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� MNVBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid.
(') Specify all areas in which MWBE's are to be utilized and/or items to be supplied: ��
(') A complete listing of items to be supplied is required in order to receive credit toward the M1WBE goal.
�(") Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment
from the prime contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to
, its supplier is considered 2n0 tier.
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THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1A
Page 2 of 2
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c�ty of Fo�t wortn
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be
Address, and Telephone No. Q � Scope of Work (") Supplied(') ,�.;
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Dollar Amount
The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
The bidde� also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the
contract or debarment from City work for a period of not less than three (3) yeats and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
for a period of time not less than one (1) year.
� > ALL MBEs dG'-�" Es MUST BE CERTIFIED BY THE CITY BEFORE CO,NTRACT AWARD
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AutTiorized Signature � / Printed Signature --
�'.�o ti o e,��
Title �
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Company Name
�,�� �r�u 3S�
Address
Contact Name and Title (if different)
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Telephone Number (s)
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CitylState/Zip Code'
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Fax Number
S'N,�> 3� � t
Date '
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
Rev. 6/2/98
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CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR: CONCRETE RESTORATION (99-7)
AT VARIOUS LOCATIONS
PROJECT NO. G593-020930532100
1. SCOPE OF WORK: The work covered by these details and specifications
consists of the removal and replacement of distressed concrete/asphalt
pavement and curb/curb and gutter. The work shall include all other
miscellaneous items of construction to be performed as outlined in the
details and specifications which are necessary to satisfactorily complete
the work.
It is understood and agreed that the scope of work contemplated in this
contract is that which is designated by the City as the need arises but
will in no case exceed $750,000.00 without a properly executed amendment.
It is further agreed that the terms of this contract is a maximum of One
Hundred Twenty (120) working days.
The contractor shall replace any removal of the existing concrete by next
day of removal..
The contractor is encouraged to conduct site visits and survey all these
possibilities. The contractor shall verify these locations with the
Construction Engineer.
For street locations see list at the back of this document. Additional
locations may be added if needed.
2. All utilities and right-of-way easements are expected to be clear on this
Project within sixty (60) days of advertisement of this project. The work
order for subject project will not be issued until all utilities and
right-of-way easements are clear. •
3. Contract will be awarded to the lowest responsible and responsive bidder.
4. The Contractor agrees to complete the Contract within the allotted number
of days. If the Contractor fails to complete the work within the number
of days specified, liquidated damages shall be charged, as outlined in
Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard
Specification for Construction of the City of Fort Worth, Texas.
5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal
� are approximate. It is the Contractor's sole responsibility to verify all
the minor pay item quantities prior to submitting a bid.
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When the quantity of the work to be done or materials to be furnished
under any major pay item of the contract is more than 125� of the quantity
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stated in the contract, whether stated by Owner or by Contractor, then
either party to the contract, upon demand, shall be entitled to negotiate
for revised consideration on the portion of work above 125$ of the
quantity stated in the contract.
� When the quantity of the work to be done or materials to be furnished
under any major pay item of the contract is less than 75g of the quantity
stated in the contract, whether stated by Owner or by Contractor, then
� either party to the contract, upon demand, shall be entitled to negotiate
for revised consideration on the portion of work below 75$ of the quantity
stated in the contract. This paragraph shall not apply in the event Owner
deletes a pay item in its entirety from this contract.
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A major pay item is defined as any individual bid item included in the
proposal that has a total cost equal to or greater than 5 percent of the
original contract.
A minor pay item is defined as any individual bid item included in the
proposal that has a total cost less than 5 percent of the original
contract..
In the event Owner and Contractor are unable to agree on a negotiated
price, Owner and Contractor agree that the consideration will be the
actual field cost of the work plus 15� as described herein below, agreed
upon in writing by the Contractor and Department of Engineering and
approved by the City Council after said work is completed, subject to all
other conditions of the contract. As used herein, field cost of the work
will include the cost of all workmen, foremen, time keepers, mechanics and
laborers; all materials, supplies, trucks, equipment rental for such time
as actually used on such work only, plus all power, fuel, lubricants,
water and similar operating expenses; and a ratable portion of premiums on
performance and payment bonds, public liability, Workers Compensation and
all other insurance required by law or by ordinance. The Director of the
Department of Engineering will direct the form in which the accounts of
actual field cost will be kept and will recommend in writing the method of
doing the work and the type and kind of equipment to be used, but such
work will be performed by the Contractor as an independent Contractor and
not as an agent or employee of the City. The 15g of the actual field cost
to be paid to the Contractor shall cover and compensate him for profit,
overhead, general supervision and field office expense, and all other
elements of cost and expense not embraced within the actual field cost as
herein specified. Upon request, the Contractor shall provide the Director
of the Department of Engineering access to all accounts, bills and
vouchers relating thereto. ,
6. The City reserves the right to abandon, without obligation to the
Contractor, any part of the project, or the entire project, at any time
before the Contractor begins any construction work authorized by the City.
� 7. This contract and project are governed by the two following published
specifications, except as modified by these Special Provisions:
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STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF
FORT WORTH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS
A copy of these specifications may be purchased•at the office of the
� Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal
Building, Fort Worth, Texas 76102. The specifications applicable to each
pay item are indicated in the call-out for the pay item by the designer.
� If not shown, then applicable published specifications in any of these
documents may be followed at the discretion of the Contractor. General
Provisions shall be those of the Fort Worth document rather than Division
1 of the North Central Texas document.
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8. Bidders shall not separate, detach or remove any portion, segment or
sheets from the contract documents at any time. Failure to bid or fully
execute contract without retaining contract documents intact may be
grounds for designating bids as "non-responsive" and rejecting bids or
voiding contract as appropriate and as determined by the Director of the
Transportation and Public Works Department.
9. The Contractor shall be responsible for defects in this project due to
faulty materials and workmanship, or both, for a period of one,(1) year
from date of final acceptance of this project by the City of Fort Worth
and will be required to replace at his expense any part or all of the
project which becomes defective due to these causes.
� 10. Construction stakes for line and grade will be provided by the City as
Outlined on P-17, Standard Specifications for Construction, City of Fort
Worth.
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11. TRAFFIC CONTROL: The Contractor shall be responsible for providing
traffic control during the construction of this project �consistent with
the provisions set forth in the "Latest Edition Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under the
authority of the "State of Texas Uniform Act Regulating Traffic on
Highways", codified as Article 6701d Vernon's Civil Statues, pertinent
sections being Section Nos. 27, 29, 30 and 31.
The Contractor will not remove any regulatory sign, instructional sign,
street name sign, or other sign which has been erected by the City. If it
is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public Works Depart-
ment, Signs and Markings Division (phone number 871-8075), to remove the
sign. In the case of regulatory signs, the Contractor must replace the
permanent sign with a temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed prior to the
removal of the permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required specifications, the
permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent
that the permanent sign can be re-installed, the Contractor shall again
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contact the Signs and Markings Division to re-install the permanent sign
and shall leave his temporary sign in place until such re-installation is
completed.
The Contractor shall limit his work within one continuous lane of traffic
at a time to minimize interruption to the flow of traffic.
12. PAYMENT: The
retainage) from
remaining amount
of the project.
Contractor will receive bi-weekly payment (minus 5$
the City for all work for each pay period. Payment of the
shall be made with the final payment, and upon acceptance
13. DELAYS: The Contractor shall receive no compensation for delays or
hindrances to the work, except when direct and unavoidable extra cost to
the Contractor is caused by the failure of the City to provide information
or material, if any, which is to be furnished by the City. When such
extra compensation is� claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him found correct
shall be approved and referred by him to the Council for final approval or
disapproval; and the action thereon by the Council shall be final and
binding. If delay is caused by specific orders given by the Engineers to
stop work, or by the performance of extra work, or by the failure of the
City to provide material or necessary iristructions for carrying on the
work, then such delay will entitle the Contractor to an equivalent
extension of time, his application for which shall, however, be subject to
the approval of the City and no such extension of time shall release the
Contractor or the surety on his performance bond from all his obligations
hereunder which shall remain in full force until the discharge of the
contract.
14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a
manner as to create a minimum of interruption to traffic and pedestrian
facilities and to the flow of vehicular and pedestrian traffic within the
project area. Contractor shall protect construction, as required by
Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the Standard
Specifications "Barriers and Warning and/or Detour Signs", Item 524,
and/or as shown on the plans. ,
Construction signing and barricades shall conform with the latest edition
of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1".
15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill
material, the contractor shall advise the Director of the Department of
Engineering acting as the City of Fort Worth's Flood Plain Administrator
("Administrator"), of the location of all sites where the contractor
intends to dispose of such material. Contractor shall not dispose of such
material until the proposed sites have been determined by the Administra-
tor to meet the requirements of the Flood Plain Ordinance of the City of
Fort Worth (Ordinance No. 10056). All disposal sites must be approved by
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the Administrator to ensure the filling is not occurring within a flood
plain without a permit. A flood plain permit can be issued upon approval
of necessary engineering studies. No fill permit is required if disposal
sites are not in a flood plain. Approval of the contractors disposal
sites shall be evidenced by a letter signed by the Administrator statinq
that the site is not in a known flood plain or by a Flood Plain Fill
Permit authorizing fill within the flood plain. Any expenses associated
with obtaining the fill permit, including any necessary engineering
studies, shall be at contractors expense. In the event that the
contractor disposes of spoil/fill material at a site without a fill permit
or a letter from the administrator approving the disposal site, upon
notification by the Director of the Department of Engineering, Contractor
shall remove the spoil/fill material at its expense and dispose of such
materials in accordance with the Ordinance of the City and this section.
16. During the construction of this project, the Contractor shall comply with
present zoning requirements of the City of Fort Worth in the use of vacant
property for storage purposes.
17. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense, certifications by a
private laboratory for all materials proposed to be used on the
project, including a mix design for any asphaltic and/or Portland
cement concrete to be used and gradation analysis for sand and
crushed stone to be used along with the name of the pit from which
the material was taken. The contractor shall provide manufacturer's
certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
(b) Tests of the design concrete mix shall be made by the contractor's
laboratory at least nine days prior to the p],acing of concrete using
the same aggregate, cement and mortar which are to be used later in
the concrete. The contractor shall provide a certified copy of the
test results to the City.
(c) Quality control testing of in situ material on this project will be
performed by the City at its own expense. Any retesting required as
a result of failure of the material to meet project specifications
will be at' the expense of the contractor and will be billed at
commercial rates as determined by the City. The failure of the City
to make any tests of materials shall in no way relieve the contractor
of its responsibility to furnish materials and equipment conforming
to the requirements of the contract.
(d) Not less than 24 hours notice shall be provided to the City by the
contractor for operations requiring testing. The contractor shall
provide access and trench safety system (if required) for the site to
be tested and any work effort involved is ,deemed to be included in
the unit price for the item being tested.
(e) The contractor shall provide a copy of the trip ticket for each load
of fill material delivered to the job site. The ticket shall specify
the name of the pit supplying the fill material.
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18. Final cleanup work shall be done for this project as soon as the work has
� been completed. No more than seven days shall elapse after completion of
construction before the roadway and right-of-way is cleaned up to the .
satisfaction of the Engineer.
� 19. PROPERTY ACCESS: Access to adjacent property shall be maintained at all
times unless otherwise directed by th,e Engineer.
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The following procedures will be followed regarding the subject item on
this contract:
� (1) A warning sign not less than five inches by seven inches, painted
yellow with black letters that are legible at twelve feet shall be
placed inside and outside vehicles such as cranes, derricks, power
� shovels, drilling rigs, pile drivers, hoisting equipment or similar
apparatus. The warning sign shall read as follows:
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(3) When necessary to work within six feet of high voltage electric
lines, notification shall be given the power company (TU Electric
Service Co.) which will erect temporary mechanical barriers, de-
energize the line, or raise or lower the line. The work done by the
power company shall not be at the expense of the City of Fort Worth.
The notifying department shall maintain an accurate log of all such
•calls to TU Electric Service Company, and shall record action taken
in each case.
(2) Equipment that may be operated within teri feet of high voltage lines
� shall have an insulating cage-type of guard about the boom or arm,
except back hoes or dippers, and insulator links on the lift hood
connections.
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20. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor
to furnish the Construction Engineer, prior to construction, a schedule
outlining the anticipated time each phase of construction will begin and
be completed, including sufficient time being allowed for cleanup.
21. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES:
(4)
(5)
"WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF
HIGH VOLTAGE LINES."
The Contractor is required to make arrangements with the TU Electric
Service Company for the temporary relocation or raising of high
voltage lines at the Contractor's sole cost and expense.
No person shall work within six feet of a high voltage line without
protection having been taken as outlined in Paragraph (3).
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22. RIGHT TO AUDIT:
(a) Contractor agrees that the City shall, until the expiration of three
(3) years after final payment under this contract, have access to and the
right to examine
records of the
contract.
any directly pertinent books, documents, papers, and
Contractor involving transactions relating to this
� Contractor agrees that the City shall have access during normal working
hours to all necessary Contractor facilities and conduct audits in
. compliance with the provisions of this section. The City shall give
contractor reasonable advance notice of intended audits.
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(b) Contractor further agrees to include in all its subcontracts
hereunder a provision to the effect that the subcontractor agrees that the
City shall, until the expiration of three (3) years after final payment
under the subcontract, have access to and the right to examine any
directly pertinent books, documents, papers, and records of such
subcontractor, involving transactions to the subcontract, and further,
that City shall have access during normal working hours to all appropriate
work space, in order to conduct audits in compliance with the provisions
of this article. City shall give subcontractor reasonable advance notice
of intended audits.
CONSTRUCTION
NON-PAY ITEM NO. 1- SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item No. 200,
"Sprinkling for Dust Control" shall apply. However, no direct payment
will be made for this item and it shall be considered incidental to this
contract.
Pay Item NO. 1- UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract
price which will be comparable to the final cost of making necessary
adjustments required due to street improvements to water, sanitary sewer,
and natural gas service lines and appurtenances where such service lines
and appurtenances are the property owner's responsibility to maintain. An
arbitrary figure has been placed in the Proposal; however, this does not
guarantee any payment for utility adjustments, neither does it confine
utility adjustments to the amount shown in the Proposal. It shall be the
Contractor's responsibility to provide the services of a licensed plumber
to make the utility adjustments determined necessary by the Engineer. No
payment will be made for utility adjustments except those adjustments
determined necessary by the Engineer. Should the contractor damage
service lines due to his negligence, where such lines would not have
required adjustment or repair otherwise, the lines shall be repaired and
adjusted by the contractor at the contractor's expense. The payment to
the Contractor for utility adjustments shall be the actual cost of the
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adjustments plus ten percent (10�) to cover the cost of bond and overhead
incurred by the contractor in handling the utility adjustments.
PRY ITEM N0. 2- PROJECT DESIGNATION SIGN:
The Contractor shall construct and install two (2) Project Designation
Signs and it will be the responsibility of the Contractor to maintain tYie
signs in a presentable condition at all times on each project under
construction. Maintenance will include painting and repairs as directed
by the Engineer.
It will be the responsibility of the Contractor to have the individual
project signs lettered and painted in accordance with the enclosed detail.
The quality of the paint, painting, and lettering on the signs shall be
approved by the Engineer.
The height and arrangement of the lettering shall be in accordance with
the enclosed detail.
The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or
better.
These signs shall be installed on barricades or as directed by the
Engineer, and in place at the project site upon commencement of construc-
tion.
The work, which includes the painting of the signs, installing and
removing the signs, furnishing the materials, supports and connections to
the support, and maintenance shall be to the satisfaction of the Engineer.
The unit price pre bid per each will be full compensation for all labor,
material, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM N0. 3- REMOVAL AND REPLACEMENT OF 7" REINFORCED CONCRETE
PAVEMENT:
This item shall include the removal of existing concrete/asphalt pavement,
curb and gutters and placement of 7" reinforced concrete pavement at
locations as designated by the engineer. The existing pavement shall be
sawed full depth. Tie bars (#4x30") shall be placed as shown on the
enclosed detail. Silicone joint sealant per the attached specification
shall be provided and installed.
For specifications governing this item see Item No. 104 "Removing Old
Concrete: and Item No. 314 "Concrete pavement".
Removal of existing concrete/asphalt pavement, curb and gutter and
placement of any asphalt tie in (Transition) shall be subsidiary to this
Pay Item.
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The concrete shall be designed to include a minimum of 6 sacks of Type I,
or Type III cement. The maximum water cement ration shall not exceed 5.5
gallons per sack. A Type A water-reducing admixture and a Type C non-
Chloride set-accelerating admixture may be used with minimum 5.5 sacks of
Type I or Type III cement to achieve the earliest possible concrete-
setting times. The use of a set-retarding admixture will not be
permitted. The concrete will be designed to achieve a minimum compressive
strength of 3000 pounds per square inch in 48 hours. Slump shall not
exceed 3 inches.
An entrained air content of three (3) to six (6) percent, as directed by
the Engineer, shall be provided. The fine aggregate shall have fineness
modules of 2.60 to 2.80. All admixtures used shall conform to the
requirements of Item No. 314, except that the Type C set-accelerating
admixture may require addition at the job site when the temperature of the
concrete is above 55�F.' either transit-mix or central-mix concrete will
be permitted. It the concrete fails to reach the required 48-hour
strength, the Engineer may direct that the concrete be redesigned as
necessary to meet these requirements. '
Concrete pavement may be opened to traffic as long as the minimum
compressive strength requirement of 3000 pounds per square inch has been •
met.
The contractor, at its own expense, shall furnish certifications by a
private materials testing laboratory for all materials, including concrete
design mixes, to be used on the project.
The City, at its own expense, may test materials, including concrete, at
� the job site. Any re-testing of materials required as a result of the
failure of materials to meet the contract specifications will be at the
Contractor'.s expense, and will be billed to the Contractor by the City at
� commercial rates as determined by the City.
The Unit Price bid per square yard shall be full compensation for all
� labor, materials, equipment, supplies, and incidentals necessary to
complete the removal and replacement of pavement as shown on the enclosed
details.
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PAY ITEM N0. 4- REMOVAL AND REPLACEMENT OF 7" INTEGRAL CONCRETE CURB:
This item shall include the removal of existing curb or curb and gutter as
�^'� an applicable and replacement af curb at locations as designated by the
�� Engineer. See Item No. 104 "Removing Old Concrete" and item No. 502
�'''� "Concrete Curb� and Gutter" .
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Replacement of curb and gutter within the limits of wheelchair ramps will
be subsidiary to wheelchair ramps.
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The unit price bid per linear foot shall be full payment for all labor,
materials, equipment, removal and replacement�of curb, and all incidentals
necessary to complete the work.
PAY ITEM N0. 5- 3" HMAC BASE:
This item shall include the furnishing and placing of 3" HMAX base over
the existing undisturbed stabilized sub-grade as directed by the Engineer.
See specification it�m No. 312 "Hot-Mix Asphaitic Concrete", and Item No.
204 "Sub-grade Preparation" for specification governing this item.
Contractor ma.y substitute 9" Reinforced Concrete Pavement in lieu of
proposed 7" Concrete Pavement and 3" HMAC base at no additional cost. For
specifications governing this item see item 314 "Concrete Pavement".
The unit price bid per square yard shall be full payment for all labor,
materials, equipment, supplies, and incidentals necessary to complete the
work.
PAY ITEM N0. 6- SILICONE JOINT SEALING:
This item shall include providing and installing joint sealing per
attached details and specification for silicone joint sealing.
The unit price bid per linear feet
labor, material, equipment, supplies,
the work.
(L. F. ) shall be full payment for all
,and incidental necessary to complete
PAY ITEM N0. 7- MANHOLE ADJUSTMENT:
This item shall include adjusting the tops of existing manhole to match
proposed grade as shown on the plans, in the detail at the back of this
document or as directed by the Engineer. Standard Specification Item Nos.
450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures"
shall apply except as herein modified.
Included as part of this pay item shall be the application of a
cold-applied pre-formed flexible butyl rubber or plastic sealing compound
for sealing interior and/or exterior joints on concrete manhole sections,
as per current City Water Department Special Conditions.
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing manholes. The Engineer will field verify this
inventory and provide the Contractor replacements for broken manhole
covers. The contractor shall replace the manhole covers which are damaged
during construction at no cost to the City.
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
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PAY ITEM N0. 8- WATER VALVE BOXES ADJUSTMENT:
Contractor will be responsible for adjusting water valve boxes to match
new pavement grade. The water valves themselves will be adjusted by City
of Fort Worth Water Department forces. �
Prior to beginning of work, the Contractor shall make an inventory of the
condition of existing water valve boxes. The Engineer will field verify
this inventory and provide the Contractor replacements for broken valve
boxes. The contractor shall replace the valve boxes which are damaged
during construction at no cost to the City.
The concrete shall be designed to achieve a minimum compressive strength
of 3000 pounds per square inch. Work shall be completed and street open to
traffic within seven (7) calendar days.
If the contractor fails to complete the work within seven (7) calendar
days, a$100 dollar liquidated damage will be assessed per •each water
valve box per day. •
The unit price pre bid per each will be full compensation for all labor,
materials, equipment, tools, and incidentals necessary to complete the
work.
PAY ITEM NO. 9- REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of existing concrete
driveways, due to deterioration or in situations where curb and gutter is
replaced to adjust grades to eliminate ponding water with same day haul-
off of the removed material to a suitable dump site. For specifications
governing this item see Item No. 104 "Removing Old Concrete", Item No.
504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway
are as shown in Drawing No. S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensation for all
labor, material, equipment, supplies, and incidentals necessary to
complete the work.
PAY ITEM N0. 10 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK:
Thi.s item shall include the removal and replacement of existing concrete
sidewalk due to failure or in situation where curb and gutter is replaced
to adjust grades to eliminate ponding water with same day haul-off of the
removed material to a suitable dump site. For specifications governing
this item see Item No. 104 "Removing Old Concrete", and Item No. 504
"Concrete Sidewalk and Driveways".
The unit price bid per square yard shall be full compensation for all
labor, inaterial, equipment, supplies, and incidentals necessary to
complete the removal and replacement work.
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PAY ITEM N0. 11 - 6" PERFORATED PIPE SUBDRAIN:
Water flow rate by falling
D head method, 7.9 inches
(20 cm) to 3.9 inches (10 cm)
on 2 inch ID cylinder with 1
� inch diameter orifice, with
flow rate expressed in
gal/sq. ft/minute.
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This item shall consist of furnishing and installing 6" perforated
subdrain and filter material all as shown on the enclosed details, or as
directed by the Engineer.
All applicable provision of standard Specifications Item 500 "SUBDRAINS"
shall apply except as herein modified. The pipe material shall be poly
vinyl chloride (PVC) with the standard dimensional ration of 35 (SDR35)
and meet the ASTM D 1784. Filter fabric shall have the capability of
passing ground water without transporting the soil placed around the
filter fabric. The fabric shall be constructed exclusively of synthetic
thermoplastic fibers and may be either woven or nonwoven to form a mat of
uniform quality. Fabric fibers may be either continuous or discontinuous
and oriented in either a random or a aligned pattern throughout the
fabric. The fabric shall be mildew resistant, rot proof, shall be
satisfactory for use in a wet soil and aggregate environment, contain
ultraviolet stabilizers and have nonravelling edges.
The fabric shall meet the following requirements when sampled and tested
in accordance with the methods indicated.
Test
Original Physical Properties Method
Fabric weight, on an ambient SDHPT Test Method
temperature air-dried tension Tex-616-J
free sample, expressed in "Testing of Construc-
oz/sq. yd. tion Fibers"
Breaking load in either
machine or cross-machine
direction, expressed
in pounds.
Equivalent opening size
(US Standard sieve no.)
ASTM Designation:
D 1682 grab method G
as modified by Tex-
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Requirements
4.0 minimum for under
drains and Slope
Stabilization, 6.0
minimum for Gabions
Revetment
80 minimum
100 minimum
CW-02215, US Army 70 to 100
Corps of Engineers,
Civil Works Construction
Guide Specification.
"Plastic Filter Fabric",
November, 1977.
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"Apparent elongation" at ASTM Designation: 100 maximum
breaking load in either D 1682 grab method G
machine or cross-machine as modified by Tex •
direction, expressed as -616-J
percent.
The "Filter Fabric" shall be installed in accordance with the
manufacturer's recommendations, as indicated or as directed by the
Engineer. When lapping is required, it shall be in accordance with the
manufacturer's recommendations. Backfilling around the Filter Fabric shall
be done in such a way as not to damage the Filter Fabric material during
the placement.
The unit price bid per L.F. shall be full compensation for all labor,
materials, equipments, t�ols, and incidentals necessary to complete the
work.
PAY ITEM N0. 12 - GRADED CRUSHED STONES:
This�item shall be used to repair the failed base material in areas exceed
10" deep as directed by the Engineer. The material shall be graded crushed
stones.
For specifications governing this item see Item No. 208 "Flexible Base".
The unit price bid per cubic yard shall be full compensation for all
materials, labor, equipment and incidentals necessary to complete the
work.
END OF SECTION
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1. SCOPE
SILICONE JOINT SEALING FOR CONCRETE PAVEMENT:
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
for
SILICONE JOINT SEALZNG
(Revision 2, December 1992)
nThis apecification for silicone joint sealing Portland Cement Concrete pavement
�� and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTF�UCTION - CITY OF FORT WORTH, and
�''1 Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATZONS FOR PUBLIC WORKS
L� CONSTRUCTION - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS.
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2. DESCRIPTION
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This specification for silicone joint sealing shall apply to, but shall not be
limited to, all Portland Cement Concrete street pavement and curbs.
3. MATERIALS
3.1 The silicone joint aealant shall meet Federal Specifications TT-S-001543A
for Class A sealants except as modified by the test requirements for the
Class I, Class II and Class III silicone joint sealanta of this
specification. Before the installation of the joint sealants, the
Contractor shall furnish the Engineer certification by an independent
testing laboratory that the silicone joint sealants meet these
requirements.
3.2 The manufacturer of the silicone joint sealant shall have a minimum
two-year demonstrated, documented successful field performance with
Portland Cement Concrete pavement silicone joint sealant systems.
Verifiable documentation ahall be submitted to the Engineer. Acetic acid
cure sealants shall not be accepted. The silicone sealant shall be cold
applied.
3.3 Class II: Self-Leveling Silicone Joint Sealant
Clasa II low-modulus self-leveling silicone joint sealant shall be used
for sealing Portland Cement Concrete pavement "dummy" joints, construction
joints, and expansion joints.
� The joint sealant shall be Dow Corning 888-SL self-leveling silicone joint
sealant ae manufactured by Dow Corning Corporation, Midland, MI
48686-0994, or Crafco Roadsaver Silicone SL Sealant No. 34903 as
O manufactured by Crafco Corporation, Chandler, AZ 85226, or an approved
equal.
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Teat Method
Test
AS SUPPLIED
... Non Volatile Content, $ min.
MIL-S-8802 Extrusion Rate, grama/minute
ASTM D 1475 Specific Gravity
... Skin-Over Time, minutea max.
... Cure Time, days
... Full Adhesion, days
AS CURED - AFTER 21 DAYS AT 25C (77F) AND 50$ RH
ASTM D 412,
ASTM D 412,
ASTM C 719
ASTM D 3583
(Sect. 14
ASTM D 793
3.4
Requirement
93 to 95
100 to 600
1.290 to 1.390
60
14 to 21
.14 to 21
Die C Elongation, $ min. 1300
Die C Modulus @ 150$ Elongation, psi 13 to 30
Movement, 10 cycles @+ 100/-50$ No Failure
Adhesion to Concrete, $ Elongation min. 550
Mod.)
Accelerated Weathering, @ 5,000 hrs. No Bond Loss
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The joint filler stop shall be of a closed cell expanded polyethylene foam
backer rod and polyethylene bond breaker tape of sufficient size to
provide a tight seal. The back rod and breaker tape shall be installed in
the saw-cut joint to prevent the joint sealant from flowing to the bottom
of the joint. The backer rod and breaker tape shall be compatible with the
silicone joint sealant and no bond or reac�tion shall occur between them.
Reference is made to the "Construction Detail" sheet for the various joint
details with their respective dimensions.
4. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement, the joints shall be
initially saw cut to the required depth with the proper joint spacing as shown on
the "Construction Detail" sheet or as directed by the Engineer within 12 hours of
the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch
width "green" sawcut and the "reservoir" saw cut are identical and should be part
of the same saw cutting operation. Immediately after the saw cuttinq pressure
water washing shall be applied to flush the concrete slurry from the freshly saw
cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)
days. Then the saw cuts for the joint sealant reservoir shall be made, the joint
cleaned, and the joint sealant installed. During the application of the joint
sealant, the weather shall not be inclement and the temperature shall be 40F (4C)
and rising.
5. EQUIPMENT
5.1 All necessary equipment shall be furnished by the Contractor. The
Contractor shall keep his equipment in a satiafactory working condition
and shall be inspected by the Engineer prior to the beginning of the work.
The minimum requirements for construction equipment shall be as follows.
5.2
5.3
Concrete Saw: The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensiona.
High Pressure Water Pump: The high pressure cold water pumping system
shall be capable of deliverinq a sufficient pressure and volume of water
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to thoroughly flush the concrete slurry from the saw-cut joint.
5.4 Air Compresaore: The delivered compreesed air shall have a preseure in
excess of 90 psi and 120 cfm. There' shall be suitable trapa for the
removal of all free water and oil from the compreased air. The blow-tube
shall fit into the saw-cut joint.
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5.7
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Extrusion Pump: The output shall be capable of supplying a aufficient
volume of sealant to the joint.
Injection tool: This mechanical device ahall apply the sealant uniformly
into the joint. •
Sandblaster: The deaign shall be for commercial use with air compresaors
as specified in Paragraph 5.4.
5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and
free of contamination. They shall be compatible with the joint depth and
width requirements. t.
6. CONSTRUCTION METHODS
� 6.1
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6.2
General: The joint reservoir saw cutting, cleaning, bond breaker
installation, and joint sealant placement shall be performed in a
continuous sequence of operations.
Sawing Joints: The joints shall be saw-cut to the width and depth as shown
on the "Conatruction Detail" sheet. The faces of the joints shall be
uniform in width and depth along the full length of the joint.
6.3 Cleaning Joints: Immediately after eawing, the resulting concrete slurry
� shall be completely removed from the joint and adjacent area by flushing
with high pressure water. The water flushing shall be done in
one-direction to prevent joint contamination.
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When the Contractor elects to saw the joint by the dry method, fluahing
the joint with high preasure water may be deleted. The dust resulting from
the sawing shall be removed from the joint by using compreased air.
After complete drying, the joints shall be sandblasted. The nozzle shall
be attached to a mechanfcal aiming device eo that the sand blast will be
directed at an angle of 45 degrees and at a diatance of one to two inches
from the face of the joint. Both joint faces shall be sandblasted in ,
aeparate, one directfonal passes.
Upon the termination of the sandblasting, the joints shall be blown-out
using compresaed air. The blow tube shall fit into the joints.
The blown joint shall be checked for reaidual dust or other contamination.
If any dust or contamination ia found, the sandblasting and blowing shall
be repeated until the joint ie cleaned. Solvente will not be permitted to
remove stains and contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in
the joint. Open, cleaned joints shall not be left unsealed overnight.
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Bond Bre�lcer Rod and Tape: The bond breaker rod and tape shall be
installed in the cleaned joint prior to the application of the joint
sealant in a manner that will produce the required dimenaions.
6.5 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint
� sealant shall be applied using the mechanical injection tool. The joint
sealant application shall not be permitted when the air and pavement
temperature is less than 40F (4C). Joints ehall not be sealed unless they
are clean and dry. The sealant surface shall be tooled (if a
non-self-leveling silicone joint sealant is uaed) to produce a slight
concave surface approximately one-quarter inch (1/4") below the pavement
surface. The tooling shall be accomplished before a akin forms on the
surface of the sealant. The use of soap or oil as an aid in tooling shall
not be allowed.
Unsatisfactorily aealed joints shall be refilled. Exceae aealant left on
the pavement surface shall be removed and discarded and shall not be used
to seal the joints. The pavement surface shall present a clean final
condition. �;
Traffic shall not be allowed on the fresh sealant until it becomes
tack-free. •
Approval of Joints: A representative of the sealant manufacturer shal]. be
present at the job site at the beginning of the final cleaning and sealing
of the joints. He shall demonstrate to the Contractor and the Engineer the
acceptable method for sealant installation. The manufacturer's
representative shall approve the clean, dry joints before the sealing
operation commences.
7. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on
all joint sealing materials. The manufacturer shall agree to provide any
replacement material free of charge to the City. Also, the Contractor shall
provide the Engineer a written warranty on all sealed joints. The Contractor shall
agree to replace any failed jointe at no cost to the City. Both warranties shall
be for two yeare after final acceptance of the completed work by the Engineer.
8. METHOD OF MEASUREMENT
The silicone joint sealing will be measured as the number of lfnear feet (L.F.)
of satisfactorily completed joint sealing.
9. BASIS OF PAYMENT
Payment will be made at the Contract Bid Item unit price bid per linear foot
(L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of
shall be full compensation for furnishinq all materials and for all preparation,
delivery, and application of those sealing materials and for all labor, equipment,
tools and incidentals necessary to complete the eilicone joint sealing in
conformity with the plans and these epecificationa.
END OF SECTION
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. �� of ,10 Originals
THE STATE OF TBXAS
COUNTY OF TARRANT
: •:u:a :�►1�
No. K0615832 8
§
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KNOW ALL MEN BY THESE PRESENTS: That we (1) RQN�D L.. I��iMRY DB/A CI�LiCK� S► AW
CONSTRU�'TIONa (2)�LE PR4,�'1ZTF:TbR of �, hcxcinafter call Principal, and (3)IND .�MNITY_
INS�4NCE CONLPANy OF NORTH AME�CA a corporation oxganized and existing under the laws of the
Statc of Pennsylvania and fully authorized to transact busintss in thc State of Texas, as Surety, are held and firn�ly
bound unto the City of Fort Worth, a municipal corporation organized and existing under the tawa of the State of
Texas, hereinafter called Owner, in the penal sum of:
, :► . h�: � ;�' . � :►► :►� .• ��
(S7SO.QOD.U01 bollars in lawful money of thc United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administratars
and successors, jointty and acverally, firmly by thcse presenta.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a cortain
eontract with the City af Fort Worth, the Owner, dated the �(��" ,� rvl)� h4,� .�222 a copy of which is
hezeto attached and mado a part hereof, for the construction vf:
� : : � :: •► :: • � i►
designated as Project No. (s) fis9�-0249'�OS32100, a copy of which contract is hereby attaehcd, referred to, and
made a part horeof as fully and to the same extent as if copied ai length herein, such project and construction being
hereinafter rcferred to as the "wvrk",
a NOW THERLFOR.E, if the Principzl shall well, truly, and feithfully perform the work in accordance with
the plans, specifications, and contxact documents during the original term thereof, and any extenslons theTeof which
may be granted by the dwner, witYt or without notice to the 5urety, and if he shail satistj+ all claims ar�d demanda
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damagea
a which it may anffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and oxpense
which the Owner may incur in making good any defauit, then this obligatian shall be void; otherwise to remain in
full force and cffect.
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PROVIb�D FURTHER, that if any 1Ega1 ection filed updn thie bond, venue shalt 1ie in Turant County,
State af Texas.
AND PROVIDED FVRTHER, thet the oAid Surety, for value received, hereby atipulates And a�rees th�t no
clten�e� extention of time, alteration ar addition to thc term9 of the contraat or to the work to bo performed
thereander ar the speeificatinng �ccampanying the e4me sha11 isi eny wise affect ita obligatinns on this bond� �rd it
8oes her�by waive notice of aay such cbange, extonsian of time. alteration or additian to the tcrms of the contr�at or
to the wark or to the apeci�cation�,
N WITNESS WHBRLOF. this instrument is cxecuted in a,Q counterparta each one of which shstl ba
deemed �►n origi»tl, this the 1l� �` of ��P..��, �.
ATTES'T:
(S$AL)
(Principal) Sccretary
Rnnr�d .. H nctbX d/a ki�ka��w -o i r�q len
PRINCIP
8y; ._��'�'I/�� .�!.ly' i'
403 N. 5YLVANIA AVENU�
(Pri ip i
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Aaares�
� AT'1'EST: , �
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V 81 t t�m�r_ Suite 31D�F rt.. p�h ;'�ex�_76182
(Addressj
FORT WORT�i� TX 76711
(Addre�s)
BY: ��.�./'�
(Aaorncy-Ia• a
Mour�tia M. Hedford
] 001 �t� Nin I�e� :i1e Rnnd. Pe�d�s,�j�, Ej�,�2S34
(Address)
N07"E: 11nta af Bond must not bc
prior to dntc of Contract
(1) Correct Name of Contractor
(Z) A Cnrporatian, a Pertncr�hip or qn
individual, es ca�c may bc
{3) Correct namo of Surety
(4) If contractor is Partrierahip �ll
Partnere should executa Bond
(5) A true copy of Powor of Attorn�y
�ha11 be attachod to Hond by
Attorney-�-Pnct..
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1 0� 10 Originals
TH6 STATE OF TBXAS
COUNTY OF TARRANT
: Iu �► :�►1�
No.K0615832 8
KNOW ALI. MEN HY THES$ PRESEN7�: That we (1) Ronald L.. �Lmh,v, d(bh _C1�ic���4v
Cen�tru�tlon n(2) Spje �ronrieto,�, af TF,X�S, hereinaiter call Frincipal, and (3) ItYp�MNi?Y INSLJRA�I�tCE
.�O�p N.�i _Y OF N�RTH Ai1►R'� ��t[�,,,A, Q �ntpor4tion organized wnd existing undar the i¢ws of the Scate of
penasylv�wia ared fully authorized to tran��ct business in the StAte of Texds, as Sur�ty, are hold and t3xmiy bound
unto thc City nf Fort Worth. a municipal corporation orgaaized and axi�t'u�g under the law= of thc 5tace nf 7'cxai,
hereir,aRer called Owner, and unto a�t persoa, firms, and carporatiar� who may fi�rnieh matertals, for or perform
lobor upon the buftding or improvements hcreinafter referred to in the penal sum of :
' \ e � � \ � � � : M � r � � . \ � � : \ � I �, � 1 1
(S�SQ,0o0.001 Doliarg in lawful mnnty af the United States, to bc paid ta Fort Worch� Tarrant County, Texns, for
the p:yment of which sum well rnd truly be mede, we horeby b{e1d ousaClVOsti our hoirs, oxecutocs, edmini:trators
arid succeayor5, jointly and sCvetglly, firmly to thrse presentg.
1iiB G4NDIT"Z�N QF TNIS OHLIGATION is suc!} that Wher�as, the Prirtcipai enttrcd into a cart�in
contr:ct with the Ciry �f Fort Warth, the Owner, dated the I�� day uf UP��n. A.1). , I949, � copy
of which is hereto attached and made n port tl�ereaf, for the construction af::
t* r : • .� ; � � •.
Project No. (u) •�'_S9a-�?Op3Us��1Q0, a eopy of which ie heretn altached, referted to and made � patrt hereaf
�a fu11y sad to the same extcnt st if copicd at length heretn. such projecc and cunstruction bein� hereinaRer refened,
to as the "wotk",
NOW T'FiEREFORE� the condition af this ahli�ation i` �uch that, if the Prircipel ahmll promptly m�ke
payment to Ail cleimanb pa datitted in Artiole S 160, Rcviscd �ivi1 Statute� of Tex��� aupplyin� l�bor tnd matcri�ls
in the prosecution af the wock prnvided far in said Contract, then thig obli�,atinn sh�tl be nu11 and void, otherwise it
sboll rom�in iit full force and effect.
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THE BOND IS MADE A1VD EN'fE1tED inta dolely for the protection of �11 cleimants supplyin� l�bor snd
material in the prnsecuticn of tha work provided fnr fn �sld Coaunct, a� claimante nre drf3r�ed itt �aid Artiele 5160,
Rnd all such cleim4nts ,hall have a d'urct right of nction under the bo»d as providcd in Article S 2 60 of thC Reviard
Civil Statute�.
PROVjI7Eb �URTHEIt, that if any lega! action be tiled upon this band, venue aha1� tie in T�rrant County�
S�te of T�xas, that ihe aaid Suraty, far vnluc receivod, hereby stfpulatcs and Agrees thrt no cFs�n�e, extenaion of
time� alteretipn af nddition to th� terms of the eontract or to the work to be performed thereundcr or the specificntion
� accompanyin� ths aAme sh�ll in any wieo ai�''ect its obligation on this bond, and it doee horeby wnivo aotice of aay
�uch chin�e, extension of time, a.Iteration or addition to the tenns af the controct or to chc work to the �pecitication6.
I'ROVIDED FURTHER� that no tinal settlement between the Owner and the Conhactor �ha�ll abrid�c the
right of ony beneficiery hereunder whose ctaim may be unanti�fiad.
IN WI1`NESS WHEItEOF, this in6trument ia executcd in IQ,counterpnrta cach one of which ah�11 be
deemed an ori�inal, this the 1 lQ+'h day of 1'1� k�i _mber A.D.� �Q.
� ATTESi:
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(Principal) Secretary
(SEAL)
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W a: as to Principat
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Address
ATT�,�S��
Sur� ecretary
(SEAL)
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Tftles / s��'s�
403 N. SYLVANIA AVENUE
FORT WORTH, TX 7671I
(Address)
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BY: <.� /,s� �' ,
` (Attorney-in•fact) ;
Mou�tie M. Bedford �
(Addrese)
104j �'� Nine 1�„tl� Ro�,�,��n��cel� FL 3ti334
(Addtess)
NOTE: Date of eond rnuat not be ptiar to date
nf contract
(1) Correct Name of Contracta�
(2) A�orpar�tion, a Parh�ership or art
Individual, as c�se may ba
(3) Gorrect name of Surety
(�) If aontraotor is Parmership all
P�rtners shoutd cxecute Hond
{5} A truc copy of Power of httorney
shntl be �ttachcd to Bottd by
Attornay in �'�ct.
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, . 1 of, 10 Originals
��.�'ower of �� , , :��� � � _ �INDEMNITY�WS u�CEJCo��.o , ��_��, -� ._ ���� , � ��
� F NORT'H AMERICA
� Attorney
��ii
!! Know all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a corporation of the Commonwealth of
Pennsylvania , having its principal office in the City o1 Philadelphia Pennsylvani: , pursuant to the following Resolution, adopted by the Board of Directors of the
� said Company on December 5, 1983, to wit:
.. ��i "RESOLVED, Tl�at pursuant to Ar[icles 3.18 and 5.1 of the By-Laws, the following Rules shall govem the e�cecution for the Company of bonds, undertakings, recogni7ances, contracts and other wri[ings in the nature
I� iheieef:
'� (1) That the Presideni, any Senior Vice President, any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execute For and on behaif of the Ccmipany any and all boncls, �mdertakings, rec�gnizances,
contracts and other writings in the nature thereof, the same to be attested when necessazy by the Cocyorate Secretazy, or any Assistant Ce�wrate Secretary, and thn seal of Uie Com�mny affixed therero; and that the
� mn
President, any Seruor Vice President, any Vice President or any Assistant Vice President may appomt and authcttize any other Otiicer (elected or appointe� of the Company, a�rt Attorneys-In-Fact to se execu[e ot
attest to the execution of all such wntings on behalf of the Company and to affix the seal of the Company thereto.
(2) Any such writing executed in acecndance with these Rules shall be as binding upon the Company in any case as though signed by the Ptesident and attested to by the Coeporate Secretary.
(3) The signature of the President, or a Senicrc Vice President, or a Vice President er an Assistant Vice President and the seal of the Company may be affixed by facsimile on any pewer of attcmiey �arted puesuant to this
� Resolulion, and the signature of a cenifying Officer and the seal of the Company may be afi'viced by facsimIle to any certificate of any such power, and any such power or certificate beazing such facsimile signatute and
seal shall be valid and binding on the Company.
� (4) Such other Officers of the Company, and Attomeys-In-Fact shall have authociry te certify or vecify copies of Utis Resolutioq the By-Laws of the Company, and any affidavit or record of the Company necesvary to the
discharge of theu du[ies.
(5) The passage of tltis Resolution does not revoke any eazlier authority grazrted by Resolutictt�s of the Board of Duectas adopted on June 9, 1953, May 28, 1975, and Mazch 23, 1977."
�� does hereby nominate, �or,st,cUte ar�a appo�nt M. STEVEN BEDFORD and MOUN'TIE M. BEDFORD both of the City of Pensacola, State of
Florida , each individually if there be more than one named, its true and lawYul attorney-in-fact, to make, execute, seal and deliver on its behalf; and as its
act and deed any and all bonds, undeitalcings, recognizances, contracts and other writings in the nature thereof in penalties not exceedin Two Million Five
-- Hundred Tttousand Dollars ($2,500,000) and the execution of such writings ut pursuance of these presents shall be as binding upon said Company, as fully
� � and amply as if they had been duly executed and ackowledged by the regulazly elected officers of the Company at its principal office.
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848337
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CIG1vA
IN WITNESS WHEREOF, the said William Junerei� , Vice-President, has hereunto subscribed his name and �xed the coiporate seal ofthe said
INDEMNITY INSURANCE COMPANI' OF NORTH AMERICA this 14th day oi Jul} 1995 .
`�yw�wyyOy INDENINITY INSURANCE COMPANY OF NORTH AMERICA
,a�;'� ��ai/,�,yyqy,
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'^��..,�,�,�+�' William Jungreis , Vice President
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On This 14th day of July , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came
Wiiliam Jungreis , Vice-President ofthe INDEMNITY INSURANCE COMPANI' OF NORTH AMERICA to me personally known to be the individual
and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal �xed to the preceding instrument is
the corporate seal of said Company; that the said cotporate seal and his signature were duly �xed by the authority and direction of the said coiporation, and
that Resolution, adopted by the Boud of Directors of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and yeaz first above written.
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NOTARIAL SEAL
DEBRA M. MARANO, Notary Pubflc
qty W Philadelphla, Phlla. CouMy
My Commission Expires Dec 20,1999
�� /
Notary Public
I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMEffiCA , do hereby certify that the original POWER
OF ATTORNEY, of which the foregoing is a substantially true and cotrect copy, is in full force and effect.
�`witness hereof, I ha e to subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this2 2 n d day of
ecem'�er �1���'
W�1.i�MY.y�46
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Debra H. Paziora , Secre
THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTE: July 14, 2001 .
NOT VALID UNLESS P`RINTED ON TEAL BACKGROUND
..�.....�_..,-.. � �. .:_ .. _..., . , _ . . ,. . � �.._ „ � __ _ _ : �... _.�.�_ �,.�.�....��._,���... _ . �,�.W.�
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INDEMNITY INSURA.NCE COMPANY OF NORTH AMERICA
1601 CHESTNUT STREET
PHILADELPHIA, PA. 19192
SURETY RIDER
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Rider to be attached to and form part Bond No. KO-6158328 dated the 4�' day of
Januarv, 2000 on behalf of RONALD L. HAMBY DB/A CHICKASAW CONSTRUCTION
, and (Principal)
in favor of CITY OF FORT WORTH . Executed by the company indicated
above (surety), in the amount of SEVEN HiJNDRED AND FIFTY THOUSAND AND
NO/CENTS . . . .($750,000.001.
Effective the 4TH day of JANUARY, 2000, the principal and surety consent to changing
the said bond as follows:
PRINCIPAL' S NAME TO BE CHANGED FROM: RONALD L. HAMBY DB/A
CHICKASAW CONSTRUCTION TO CHICKASAW PAVING, INC.
Provided, however, that the liability of the Surety, Indemnitv Insurance Comnanv of North
America, under the attached bond as changed by this rider shall not be cumulative..
Nothing herein contained shall be held to vary, waive, alter or extend any of the terms,
conditions, agreements or warranties of the above-mentioned bond, other than as stated above.
Signed sealed and dated this 4TH day of JANUARY, 2000
Accepted:
Chickasaw Paving, Inc.
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Principal
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B • .�2���r�' If /�l�C'f�
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Ronald L. Hamby, President��
Obligee:
� City of Fort Worth:
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Indemnity Insurance Company of
North America
Surety
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By: , , _
��in A. Prisant tt ey-In-Fact
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THE STATE OF TEXAS
COUNTY OF TARRANT
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL MEN BY THESE PRESENTS:
This agreement made and entered into this the 16�' day of November , 19 99
by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
organized and existin� under and by virtue of a special charter adopted by the qualified voters within
said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the
"Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at
a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed
Owner, and Chickasaw Pavina, Inc. HEREINAFTER CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
That for and in consideration of the payments and agreements hereinafter mentioned to be
made and perFormed by the Owner, and under the conditions expressed in the bond bearing even date
herewith, the said Contractor hereby agrees with the said Owner to commence and complete the
construction of certain improvements described as follows:
CONCRETE RESTORATION 99-7
AT VARIOUS LOCATIONS
� Designated as project number,
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GS93-020930532120
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That the work herein contemplated shall consist of furnishing as an independent contractor all
labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with the Plans and Specifications and Contract Documents prepared by the Department of
Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by
the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are
hereto attached and made a part of this contract the same as if written herein.
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The Contractor hereby agrees and binds himself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Department of Engineering of the City
of Fort Worth.
4.
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and approval
of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth
within a period of One Hundred & Twentv f 1201 working days.
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become due
him, the sum of $ 315.00 per working day, not as a penalty but as liquidated damages, the
Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or to
carry on and complete the same according to the true meaning of the intent and terms of said Plans,
Specifications, and Contract Documents, then the Owner shall have the right to either demand the
surety to take over the work and complete the same in accordance with the Contract Documents or to
take charge af and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said
Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on
demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
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Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and
agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants
�nd employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to be
performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or
invitees, whether or not anv such iniurv. damaqe or death is caused, in whole or in aart, bv the
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�nealiqence or alleqed neqliqence of Owner, iis officers, servants, or emplovees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Ovirner's officers, servants and employees and° any damage, loss or destruction to
�property of the Owner arising from the perFormance of any of the terms and conditions of this
Contract, whether or not anv such iniury or damaqe is caused in whole or in Aart bv the
neplipence or a!leqed neqli_qence of Owner, its ofiicers, servants or emplovees.
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In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public
work from a Contractor against whom a claim for damages is outstanding as a result of work
perFormed under a City Contract.
7.
�The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
perFormance of the terms and stipulations of the Contract and for the payment to all claimants for labor
�and/or materials furnished in the prosecution of the work, such bonds being as provided. and required in
Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included .in the Contract
Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety
� shall be a surety company duly and legally authorized to do business in the State of Texas, and
acceptable to the City Council of the City of Fort Worth.
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Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted
by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly
installments upon actual work completed by contractor and accepted by the Owner and receipt of
invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates
shall be
Seven Hundred Fifty Thousand Dollars and No Cents
$750,000.00
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�It is further agreed that the perFormanc� of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Department of Engineering. .
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10. �
� The Contractor a rees to a at least the minimum wa e er hour for all labor as the same is
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�classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto
and made a part hereof the same as if it were copies verbatim herein.
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11.
�The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of Special Instruction to Bidders of this contract documents.
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12.
�It is mutually agreed and undsrstood that this agreement is made and entered into by the parties
hereto with references to the existing Charter and Ordinances qf the City of Fort Worth and the laws of
the State of Texas with references to and governing all m�atters affecting this Contract, and the
� Contractor agrees to fully comply with all the provisions of the same.
N WITNESSETH WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6
� counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the
corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through
� its duly authorized officers in Six 6 counterparts with its corporate seal attached.
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� Done in Fort Worth, Texas, this the 16�'
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RECOMMENDED:
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.�:��� �.�=�.�.
� DIRECTOR, DEPARTMENT OF U
ENGINEERING
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(Contractpr
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� BY: ����' t -1��� �
�. (Representativ�
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day of November , 19 99
CITY OF F T WO H
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ASSISTANT CITY MANAGER y�v
APPROVED:
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DIRE6 � �f-"AND
PUBLIC WORKS
ATTEST:
Et,�i'�eY�-
�CITY SECF�ETARY
(SEAL)
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Contract Authorization
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Date
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(TITLE)
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(Address)
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(City/State/Zip)
November 1960
Revised May 1986
Revised September 1992
Revised January 1993
Revised April 1999
Revised June 1999
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APPROVED AS TO FORM &
LEGALITY:
ASSIS T CITY ATTORNEY
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1 of 10 Originals
THE STATE OF TSXAS
COUNTY OF TARRANT
Mn�N�►Nc� Boxn
No, K0615H32 8
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KNOW ALL MEN BY THESE PRESLNTS: That (1) R�,�01d t. �mbv dlbl�l Chiekr�e�w C nscrucion
�e Principal, acting herein by �nd thtough (2) Rnruiid L��mbv its duty authorized �$ �nd (3)
iyD�MNiTY iNst1 ♦nrC . C(�MP�NY AF NQRTH /►M�� � COtpoliltion OY�AStixOd uddcr thC lA1Y� of thC
State of Pennsylvxnia, ae eurety, dn hcreby acknowiedgo themsclves to be held and bouhd to p,y unto the City of
Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and law� of the State of Texi�, at Fort
Worth, in T�rcant County. Texea the surn of
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(S�S0.000.�0� ir Itwful money of the United States, t'ar the �ayment of whicb sum well And truly be m�de unto said
City of FaTt WOCth and itS 9UCCESSqTA, said Contractor and surcty do hereby bi�d thamselvas, thein c�irs� exoctttors,
�dministrwtore, a�sign9 and succeasors, jointly and aeveraliy.
Thi� obli�ation is conditsoned, however; that,
a WH�REAS. tha Prineipnl ha� entered into a certrin contrnot with the City of Fort Warth d�tsd,
,19951, the performar�co of the following Qeacribed publia work and the contriuedon of the
followin� descr{bed public improvements;
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of s�me being nferrod to herein and in �aid cantract as the Work and bein� desi�neted e� Project No. (s) �54,�
� �Z093os32lOQ nnd o�id contract, including a11 oi the �p�cf#ioatfons, conditions ar,d written ir�atrumencs referred to
eharein an contract documents baing hereby incorporated hcrcia by roference for a11 pucposc� �nd made A part
hereof, the �me aa if aet out verbatim here;n; end ,
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WHEREAS, in said Contract, Contractor binds itself to use such materiQls and to to eonstruct thc work thet
it will remain in �ood repair and cvndition for nnd during the period�nB ii) Year atter the date of the finel
�ccapt�►nce of the work by the City; and
WHERBAS, ��tid Contractor binds itself to maintaie a8id work in good repeir and condition for easd ter�n of
Qns fl} i'�> and>
WHER.EAS, s�id Contt�ctor biads itself to repair or reconstruct the work in whole or in p�rt ui any time
within �aid period, sf in thc opistion of the Director of the Water Depnrtrnent of thc City of Fort Worth� it be
necess�ry; And,
WHERLAS, �nid Contractor binde itscl% upon receiving netice of the »eed therefnr tn rep�ir ot reconttruct ��id
work as herein yrovided,
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NOW THEREFORE, if said Contractor shall keep snd perform its said agreement to maintain, repair or
rtconstruct said work in accorciance with all the terms and conditions of'said Contract, these presents shall be null and ';
void, and h�ve no force or effcct. Otherwise this Bond shall be and rem�in in full force and effect, and said City shall
have �nd recover from the said Contractor and its surcty damages itt tli`e prcmises prescribed by said Contract. This
obligation shall be continuing one and successive recoveries may be had hereon Por successive breaches until the full ,
amount hereof is exhausted. �
WHEREAS, all parties covenant and sgrce that if any legal action be filed upan this bond, venue shall lie in
Tarrant County, Texas; and,
]N WITNESS WHEl2�dF, this instrument is executcd tn ]4 counterparts, eaeh one of which shall be deemed an
original, dated , 2999.
� ATT�ST:
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{Principal) Secretary
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Witi'iess as to Principal
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(Address)
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(SEAL)
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Rnn�itl L. imhy d/b!a ChJ�}�asavY Constru¢tion
PRINCIP L (4
BY: z����l�'
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Title: �i� � St
403 N. SYLVANIA AVENUE
FO�tT WOR'TA, TX 76711
(Address)
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BY• � /,/��'��
(Attorney-in-fa
Mountie M. Bedford
1001 �'J N'ne T4'�il� Road Penaacnla_ FL. 32534
{Address)
NOTE: Date oF Bond must nvt be prior to
date of Conhact
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(3)
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(5)
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Cortect Name of Contractor
A Gorporetion, a p4rtnerahip or An
]ndividuol, as csse msy bo
Com+ct name of Surety
If Contractor is Partnership all ParMere
•houtd oxccuto BartQ
A true copy of Powar of AttornCy 9ha11 be
attachod to Bond by Attomey-in•Fact,
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CONTRACTOR COMPLIANCE WITH
WORKER'S COMPENSATION LAW
Pursuant to Article 8308-3.23 of Vernon'S Ariiiotated Civil Statutes, Contractor, Chickasaw Pavin�, Inc.
certifies that it provides worker's compensation insurance coverage for all of its employees employed on
City of Fort Worth project Concrete Restoration 99-7 at Various Locations, project number, GS93-
020930532120.
STATE OF TEXAS
COUNTY OF TARRANT
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BEFORE ME, the undersigned authority,
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Title
�o?-ol �—Tn�
Date .
on this day personally appeared
� �(i� � �/'1 �(' , known to me to be the person
whose name is subscribed to the fore oing instrumen d owled�ed to me t at he executed the same as
� � , for
the act and deed of �' l i�,I�Q' S����" ��L-�J � �
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the purposes and considerations therein expressed and in the capacity ther ' stated.
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GIVEN UNDER MY HAND
a,v� , 19 —l� .
AND . SEAL OF OFFICE this
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�'�� day of
�'t ^''PU TANYA� 6VIIR0
a �.°.�''"""�.�� v � Notary Public in and for the State of Texas
;,� *: NOTARY PUBLIC
!��',�;�,� �,,l� 1 Stat� of 1'exas
'�..'�oFt�+ Comm. Exp. �6-q2-2001 ;
� (a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy
of workers compensation insurance covering each of its employees on the project in compliance
� with state law. No Notice to Proceed will be issued until° the Contractor has�omplied with this
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section.
(b) Contractor agrees to require each and every subcontractor who will perform work on the
project to provide to it a certificate from such subcontractor stating that the subcontractor has a
policy of workers compensation insurance covering each employee employed on the project.
Contractor will not permit any subcontractor to perform work on the project until such certiiicate
has been acquired. Contractor shall provide a copy of all such certificates to the City.
A:13WORKCOM.FRM
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--�nwRt �,. ti �PMS 167 ( COPPER )
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STREET MAINTENANCE PROGRAM
:
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� CONTRACTOR' S �NAME �-
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� TELEPHONE NUMBER �
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PROJE�T ��SIGNATI�N S�GN
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�1 � G�7 Q C� i..�] I� �1 �] �77 C� t� �] C�7 C� [� � C� �]
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1. E�dsting concrete pavement sLall be saar cut full depth.
2. Drill and G�out #4 z 30' Tie bars at 24" C-C.
3. Splice #3 bars to the #4 Tie bar rvith miaimum 12" overlap.
4. At eacpansion joint use Redwood expansion joint filler and #6 �z 24'
smooth do�vel at 24' C-C. ��
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� 3A�11 CUT 1
• EXtST. STEEL �"--��
EXtST. COtiC. 1A� " �, �� �� � ���}�� . �� � , ,�. �
EXiST. STEEL ', .. , .::� . •''��: '=• '� •':'. P• , � • ' ��.0 -' ' • _�
= �,�iir�i�� �.� i��r
///\�Y///v�Y//��y//
' � � � '' � � �EXIST: UNDISTURBED SUBGRADE '
ia ��. �ii �.y//i iii ��y//����//// .
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--PROP. T" REIttFORCEO CONCRETE PAVEItEHT
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It0.3 BARS � 24 � C-C 80TH wAYS
fXl3TiNG $TEEI U�1 PAVEI�NT SHALI dE CUT
SAW a1T
EXIST. COr+C. PA t�E�(T
EX14T. STEEz
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3" HMAC BASE
. Note: 3" HMAC Base shall be placed under reinforced concrete pavement as directed by
the Engineer in the field. �
. Contractor may substitute 9" reinforced concrete pavement in lieu of proposed 7"
concrete pavement and 3" HMAC Base.
PROP. RE/NFORCED . CO,I �ICRETiE' PAVER/ENT d�ti�fa4/RS T YP/CAL � SEC770�1 �/
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CONCRETE RESTORATION (99-7)
J j PRIORITY STREET FROM TO
�_�
1 O8TH AVENUE ELIZABETH CANTEY
� 2 BEACH ST I-30 • LANCASTER AV
3 EAGLE PKWY AT HERITAGE
4 BRYANT IRVIN OAKMONT WELLESLEY
{ I 5 MILLER AV FAIRLANE HWY 287
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6 WESTERN CENTER BLVD IH-35 N BEACH ST
.� 7 BASSWOOD BLVD PARK VISTA BLVD N BEACH ST
8 BELLAIRE DR S OVERTON PARK E STADIUM DR
� 9 N BEACH ST WESTERN CENTER BLVD THOMPSON
10 W VICKERY 4800 W VICKERY 4900 W VICKERY
MAP
76U
78A
7D
88H
92H
36W
36Q
75Y
36W
75T
SY
481
454
187
2096
2776
1068
641
676
374
2243
CD
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8
2
3
5
4
4
9
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7
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NOTE: Streets to be done in priority order. The City of Fort Worth has the right to add or delete any of the above streets.
�'j Thursday, September 02, 1999
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City of Fort Worth, Texas
�1✓I�Ayar And Caunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
11/16/99 **C-17754 20CHICK I 1 of 2
SUBJECT AWARD OF CONTRACT TO CHICKASAW PAVING, INC. FOR CONCRETE
RESTORATION 99-7 AT VARIOUS LOCATIONS
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with
Chickasaw Paving, Inc. for Concrete Restoration 99-7 in an amount not to exceed $750,000 and for
120 working days.
DISCUSSION:
In the 1998-99 Contract Major Maintenance Program, various types of street maintenance techniques
are grouped into specific contract packages. Concrete Restoration 99-7 provides for removing and
replacing failed panels and restoring the base in concrete streets in various locations City-wide.
In the 1998-99 Street Maintenance Budget, $750,000 was set aside for concrete restoration.
Chickasaw Paving, Inc. submitted the low bid in the amount of $531,000 for quantities included in the
bid proposal. This contract package, Concrete Restoration 99-7, establishes unit prices for concrete
pavement repair at various locations. The bid documents stated: Total quantities given in the bid
proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and
awarding the contract. A cantract in the amount of $750,000 shall be awarded with final payment
based on actual measured quantities and the unit price bid in this proposal. Staff has developed a
multi-year concrete restoration program and since bids came in at a lower than anticipated unit cost,
staff will include additional streets designated for future years' programs to the contract, thereby utilizing
the budgeted amount of funds.
This project is located in all Council Districts.
This project was advertised for bid September 2 and 9, 1999. The following bids were received
September 30, 1999.
BIDDERS
Chickasaw Pavina. Inc.
Westhill Construction, Inc.
Intrepid Contractors, Inc.
Alshall Construction Company
Sutton & Associates, Inc.
J. L. Bertram Construction & Engineering, Inc.
Ed A. Wilson, Inc.
Pavecon, Inc.
M. A. Vinson Construction Company, Inc.
AMOUNT
$531.000
$612,080
$632,171
$665,930
$736,555
$744,320
$756,150
$776,500
$869,670
The low bidder, Chickasaw Paving, Inc., is in compliance with the City's M/WBE Ordinance by
committing to 15% M/WBE participation. The City's goal on this project is 13%.
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C'i�y of �ort Wor`th, T��cas
�►�Ayar Ar►d C;aunc�l C,ai»�rtun�cAt�an �
DATE REFERENCE NUMBER LOG NAME PAGE
11/16/99 **C-17754 � 20CHICK 2 of 2
SUBJECT qW�RD OF CONTRACT TO CHICKASAW PAVING, INC. FOR CONCRETE
RESTORATION 99-7 AT VARIOUS LOCATIONS ' �
FISCAL INFORMATION/CERTIFICATION;
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Contract Street Maintenance F�nd.
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Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
Hugo Malanga
Additional Information Contact:
n
� FUND I ACCOUNT � CENTER � AIVIOUNT I
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6140 � �
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�7801 � (from)
I GS93 541200 020930532120 $750,000.00
CITY SECRETARY
aPp�av�
CfTY �OUNCIL
NOV 16 1999
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Ciq► Soct�tuy ot tho
GitT ot Fort Worth. Texes
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Hugo Malanga 7801